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Bearing capacity of deep foundations in sand
Cylindrical and prismatical foundations of various sizes resting at different relative densities were loaded statically to failure; special loading cells permitted separate registration of point and skin loads throughout tests; additional tests with models of sand colored in layers were made to study mechanism of shear failure in soil mass; model experiments were accompanied by laboratory tests for determination of physical characteristics of soils used.
Bearing capacity of deep foundations in sand
Cylindrical and prismatical foundations of various sizes resting at different relative densities were loaded statically to failure; special loading cells permitted separate registration of point and skin loads throughout tests; additional tests with models of sand colored in layers were made to study mechanism of shear failure in soil mass; model experiments were accompanied by laboratory tests for determination of physical characteristics of soils used.
Bearing capacity of deep foundations in sand
Nat Research Council -- Highway Research Board -- Research Rec
Vesic, A.B. (author)
1963
42 pages
Article (Journal)
English
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